PROPOSAL FOR 2021 HOT IN-PLACE RECYCLING - Monroe ...
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840 S. Telegraph Road Monroe, Michigan 48161 Phone: (734) 240-5102 Fax: (734) 240-5101
PROPOSAL
FOR
2021 HOT IN-PLACE RECYCLING
BID OPENING:
Tuesday, May 18, 2021 at 10:00 a.m.
BOARD OF COUNTY ROAD COMMISSIONERS
OF THE COUNTY OF MONROE
Greg W. Stewart, Chairman
Charles A. Londo, Vice Chairman
Dan Minton, Member
Jack Thayer, PE, Member
William Kipf, MemberMONROE COUNTY ROAD COMMISSION
INVITATION TO BID
Sealed bids will be received by the Board of County Road Commissioners of the County of Monroe until
10:00 a.m. local time on Tuesday, May 18, 2021 at their office located at 840 South Telegraph Road,
Monroe, Michigan, 48161 for the following:
2021 Hot In-Place Recycling
Bids will be publicly opened and read aloud by the Bid Committee at 10:00 a.m. Proposals may be
downloaded from the Road Commission’s website at www.mcrc-mi.org/bids.html.
BOARD OF COUNTY ROAD COMMISSIONERS
OF THE COUNTY OF MONROE, MICHIGANMONROE COUNTY ROAD COMMISSION
PROPOSAL
2021 HOT IN-PLACE RECYCLING
TO: The Board of County Road Commissioners of the County of Monroe, Michigan
FOR: 2021 Hot In-Place Recycling contract consisting of 6.31 miles of hot in-place recycling on Dixon
Road from East Lloyd Road to Nieman Road and on North Custer Road from east of Yensch Road
to west of Ida Maybee Road in Dundee and Raisinville Townships, Monroe County
Ladies and Gentlemen:
The undersigned bidder hereby affirms that:
1. The proposal is in all respects fair and without any collusion or fraud.
2. The undersigned have examined the site of the proposed project and have made a personal
investigation and estimate of quantities.
3. The undersigned will contract to furnish all labor, equipment, tools, materials, and traffic control
devices necessary at the unit prices stated on the attached bid forms and to complete the work in
the time specified to the satisfaction of the Board of County Road Commissioners of the County of
Monroe, Michigan.
Company:
Address:
City, State, ZIP:
Telephone:
By:
Title:
Date:
Notes:
1. If the bidder is a partnership, each member must sign the proposal.
2. Corporations must execute the proposal by duly authorized officers in accordance with the Articles
of Incorporation.
Page 1 of 11INSTRUCTIONS TO BIDDERS
and
GENERAL CONDITIONS
The Michigan Department of Transportation 2012 Standard Specifications for Construction are incorporated
as part of these bidding documents and shall govern except as provided in the Invitation to Bid, Instructions
to Bidders and General Conditions, and Proposal. Reference to the Department or Commission in the
Michigan Department of Transportation 2012 Standard Specifications for Construction shall for this project
mean the Board of County Road Commissioners of the County of Monroe, hereinafter referred to as
“Board”, unless otherwise specified.
OWNER
The owner of the project is the Board of County Road Commissioners of the County of Monroe, also referred
to as the “Board.”
ENGINEER
The Engineer is the Superintendent of Maintenance or the individual assigned by the Superintendent of
Maintenance to be in charge of the Contract. The person assigned as the Engineer may be an employee
of the Board, a consultant or an outside contractor hired by the Board.
BIDDER
The Bidder is one who submits a signed bid with the required documentation directly to the Board at the
time and place specified.
BID FORMS
Sealed proposals must be submitted on the bid forms furnished by the Board. The proposal shall be
submitted in its entirety (pages 1 through 11) with no modifications or changes except as authorized by an
addendum and with no pages removed. All proposals must be filled out in ink or typewritten and shall be
legibly signed, giving the complete name and address of the Bidder.
All bids must be in a sealed envelope and clearly marked “Bid for 2021 Hot In-Place Recycling.”
BIDDER'S SURETY
The proposal must be accompanied by a cashier's check, certified check or a bid bond made payable to
the Board of County Road Commissioners of Monroe County, Michigan in the sum of five percent (5%) of
the amount of the bid. Upon awarding and signing of a contract, or in the event of bid rejection, such bid
surety will be returned to the Bidder. Bids may be held for a period of forty (40) days.
INTERPRETATION AND ADDENDA
All questions about the meaning or intent of the Bidding Documents are to be directed to the Engineer.
Interpretation or clarification considered necessary by the Engineer to such questions will be issued by
Addenda delivered to all parties recorded by the Engineer as having received the Bidding Documents.
Questions received less than seven days prior to the date for opening the bids may not be answered. Only
questions answered by formal written Addenda are binding. Oral and other interpretations or clarifications
will be without legal effect.
OPENING OF BIDS
Bids will be received by the Board at 840 S. Telegraph Road, Monroe, Michigan, 48161 until 10:00 a.m.
local time on Tuesday, May 18, 2021 at which time they will be publicly opened and read aloud.
The bid opening will be held via teleconference at 10:00 a.m. local time.
Zoom Meeting Link: https://zoom.us/j/96947921051?pwd=RXhTb0oxaVV0QUdGZ3p0T05LRVlKZz09
Meeting ID: 969 4792 1051
Passcode: 301366
Join by Phone: 312-626-6799
Page 2 of 11REJECTION OF BIDS
The Board reserves the right to reject any or all bids, including without limitation the right to reject any or all
nonconforming, nonresponsive, unbalanced, or conditional bids and to reject the bid of any Bidder if the
Board believes that it would not be in the best interest of the project to make an award to that Bidder,
whether because the bid is not responsive or if the Bidder is unqualified or of doubtful financial ability or
fails to meet any pertinent standards or criteria established by the Board. The Board also reserves the right
to waive all informalities in any bid should it be deemed in the best interest of the Road Commission to do
so. Discrepancies between the multiplication of units of work and the unit prices will be resolved in favor
of the unit price. Discrepancies between the indicated sum of any column of figures and the correct sum
will be resolved in favor of the correct sum. Discrepancies between words and figure will be resolved in
favor of words.
TITLE VI ASSURANCE
The Monroe County Road Commission, in accordance with Title VI of the Civil Rights Act of 1964 (78 Stat.
252, 42 USC 2000d to 2000d-4) and Title 49, Code of Federal Regulations, Part 21, as they may be
amended from time to time, hereby notifies all bidders that it assures that in any contract entered into
pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids
in response to this invitation and will not be discriminated against on the grounds of race, color, national
origin, gender, age, or disability in consideration for an award.
PROHIBITION OF DISCRIMINATION
In accordance with Act No. 453, Public Acts of 1976, the Contractor and subcontractors hereby agree not
to discriminate against an employee or applicant for employment with respect to hire, tenure, terms,
conditions, or privileges of employment, or a matter directly or indirectly related to employment, because of
race, color, religion, national origin, age, sex, height, weight, or marital status. Further, in accordance with
Act No. 220, Public Acts of 1976 as amended by Act No. 478, Public Acts of 1980, the Contractor and
subcontractors hereby agree not to discriminate against an employee or applicant for employment tenure,
terms, conditions, or privileges of employment, or a matter directly or indirectly related to employment,
because of a disability that is unrelated to the individual’s ability to perform the duties of a particular job or
position. A breach of the above covenants shall be regarded as a material breach of this contract.
CONTRACT EXECUTION
The Bidder to whom the Contract is awarded shall, within ten (10) calendar days after notice of award, enter
into a written contract with the Board and furnish proof of insurance as hereinafter specified. Failure to
execute the contract or furnish satisfactory proof of insurance will be considered cause for annulment of
award.
PERFORMANCE AND LIEN BONDS
The successful Bidder to whom the contract is awarded shall furnish two (2) surety bonds as follows:
Performance Bond - To the Board of County Road Commissioners of the County of Monroe,
Michigan for the faithful fulfillment of the terms of the contract in the amount of one-hundred (100)
percent of the contract amount
Lien Bond - To the Board of County Road Commissioners of the County of Monroe, Michigan for
the payment of all labor and materials used in the work in the amount of one-hundred (100) percent
of the contract amount
INCREASED OR DECREASED QUANTITIES
The Board reserves the right to increase or decrease quantities from those originally estimated and such
changes will be paid for at the unit price bid so long as the total contract amount is not changed more than
ten (10) percent. Changes in excess of that amount will be individually negotiated.
SAFETY REQUIREMENTS
The Contractor is responsible for protecting the life and health of all personnel on the project; the safety
and health of the public; and property during the construction of the project in accordance with subsection
Page 3 of 11104.07.B of the Michigan Department of Transportation 2012 Standard Specifications for Construction.
Prior to the commencement of work, the Contractor must submit a written “Construction Safety Program”
that outlines the plan and procedures for preventing and mitigating accidents on the project and meeting
all health and safety requirements of the contract.
PROGRESS SCHEDULE
In no case shall any work be commenced prior to receipt of formal notice of award by the Board.
The low Bidder for the work covered by this proposal will be required to meet with the Board’s representative
to review the Contractor’s proposed work schedule. The schedule for this meeting will be set within one
(1) week after the low bidder is determined.
The Board’s representative will arrange the time and place for the meeting.
TIME OF COMPLETION
All work shall be completed on or before July 31, 2021.
FAILURE TO COMPLETE ON TIME
Liquidated damages in the amount of $400 per day will be assessed for each calendar day that the work
remains incomplete beyond the completion date.
PAYMENTS TO CONTRACTOR
The Contractor shall invoice the Monroe County Road Commission for their work on the contract. Each
invoice shall contain, at a minimum, the following information: road name and limits, date(s) the work was
performed, pay items, quantities of work completed, and the contract unit prices
FINAL INSPECTION, ACCEPTANCE AND FINAL PAYMENT
The Engineer or their designated representative will make an inspection of all work included in the contract
and notify the Contractor of defects to be remedied prior to acceptance and payment.
DISPUTES
The Engineer’s written decision on any question arising under the contract between the Board and
Contractor shall be final and binding upon both the Board and the Contractor in the absence of fraud, bad
faith, or abuse of discretion.
ASSIGNMENT CLAUSE
The contract between the Board and the Contractor may not be assigned to a third party without the written
consent of the Board.
TAXES
The Contractor shall include, and will be deemed to have included, in its base bid and contract price all
applicable Michigan Sales and Use taxes which have been enacted into law as of the date the bid is
submitted.
EXTENSION OF CONTRACT
Upon mutual agreement of both parties, the Board may extend the length of the Contract for up to three
additional one-year terms. The pricing, terms, and conditions of the original contract will remain the same
for any subsequent one-year extensions. Requests for a contract extension must be made in writing to the
Superintendent of Maintenance by February 1st.
BOARD RESPONSIBILITY
The Board shall not supervise, direct or have control or authority over, nor be responsible for, the
Contractor’s means, methods, techniques, sequences or procedures of construction or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with laws and
regulations applicable to the furnishing or performance of the work unless otherwise specified in the Special
Provisions. The Board will not be responsible for the Contractor’s failure to perform or furnish the work in
accordance with the Contract Documents.
Page 4 of 11INDEMNIFICATION, DAMAGE LIABILITY AND INSURANCE
1. Indemnification. The Contractor must hold harmless, indemnify, defend and represent the Board
and its officers, agents and employees against any and all claims for bodily injury or property
damage, or any other claim arising out of performance of the work on this contract. The Contractor
will not be responsible for claims that result from the sole negligence or willful acts of said
indemnitee.
2. Workers’ Compensation Insurance. The Contractor must carry the necessary Workers’
Compensation Insurance and submit a certification that it carries Workers’ Compensation to the
Board.
3. Bodily Injury and Property Damage. The Contractor must carry adequate insurance, satisfactory
to the Board, to afford protection against all claims for damage to public or private property and
injuries to persons arising out of performance of the work. Copies of completed certificates must
be submitted to the Board.
1. General Liability, Bodily Injury and Property Damage. The Contractor must provide the
following minimum limits of property damage and bodily injury liability:
Bodily Injury and Property Damage Liability:
Each Occurrence $1,000,000
Aggregate $2,000,000
2. Automobile Liability, Bodily Injury and Property Damage. The Contractor must provide the
following minimum limits of property damage and bodily injury liability:
Bodily Injury Liability:
Each Person $500,000
Each Occurrence $1,000,000
Property Damage Liability:
Each Occurrence $1,000,000
Combined Single Limit for Bodily Injury and Property Damage Liability:
Each Occurrence $2,000,000
3. Umbrella Policy. The Contractor may meet the requirements of above minimum limits of
bodily injury and property damage liability through an umbrella policy.
4. Additional Insured. The Bodily Injury and Property Damage Policy must include the following
endorsements, verbatim:
“Additional Insured: The Board of County Road Commissioners of the County of Monroe,
the Monroe County Road Commission and its officers, agents and employees.”
“Provide written notice ten (10) days prior to cancellation, expiration, termination or
reduction in coverage for nonpayment of the premium and written notice thirty (30) days
prior to cancellation, expiration, termination or reduction in coverage for all other reasons.”
5. Per Project Aggregate. The Bodily Injury and Property Damage Policy must be endorsed with an
endorsement that provides the General Aggregate Limit to each designated construction project.
6. Notice. The Contractor must ensure that all insurance policies and binders include an endorsement
by which the insurer agrees to notify the Department in writing at least 30 days before there is a
cancellation or material change in coverage. The Contractor must stop operations if any insurance
is canceled or reduced, and must not resume operations until new issuance is in force.
Page 5 of 117. Reports. The Contractor or insurance carrier shall report to the Board any claims received,
inspections made and the disposition of claims. The Board will withhold final payment release until
either the Contractor pays the claim or until final disposition of the claim by the Contractor’s
insurance company has been received by the Board.
MAINTENANCE OF TRAFFIC
Maintain traffic in accordance with sections 104.07, 104.11, 812, and 922 of the Michigan Department of
Transportation 2012 Standard Specifications for Construction and the Michigan Manual of Uniform Traffic
Control Devices (MMUTCD).
The Contractor shall be responsible for protecting vehicular and pedestrian traffic, work in progress, and
construction workers in the work zone by implementing procedures as described in this proposal, the
MMUTCD, the Standard Specifications for Construction, and other applicable state and federal
requirements.
The Contractor shall coordinate this work with any other contractors or maintenance agencies performing
work within the work zone or adjoining areas to avoid conflicts in the maintenance of traffic, construction
signing, and the orderly progress of contract work.
Maintain two-way traffic, with a minimum of one lane of traffic, at all times utilizing lane closures and traffic
regulators.
Additional traffic regulators shall be used at all intersections for cross-street traffic throughout the traffic
regulator control sequence.
Signing for lane closures shall be per Michigan Department of Transportation Maintaining Traffic Typicals
101-GEN-SPACING-CHARTS, 102-GEN-NOTES, and 110-TR-NFW-2L except that Speed Limit signs (R2-
1), Work Zone Begins (R5-18c), Injure/Kill a Worker (R5-18b), and End Road Work (G20-2) signs will not
be required where shown.
Channelizing devices for lane closures shall be 28-inch traffic cones.
The Contractor shall notify the Engineer a minimum of 48 hours before the implementation of any lane
closures.
All work shall be conducted during normal daytime hours unless otherwise approved by the Engineer.
Normal daytime hours are considered to be Monday through Saturday from 7 a.m. to 7 p.m.
No work shall be performed during the Memorial Day, Independence Day, or Labor Day holiday weekends
as defined by the Engineer.
All labor, equipment, temporary signs, and channelizing devices required for maintaining traffic will not be
paid for separately and is included in the unit price for Hot In-Place Recycling.
SPECIFICATIONS
All work not otherwise specified shall be done in accordance with the Michigan Department of
Transportation 2012 Standard Specifications for Construction. Within these specifications, all references
to the Michigan Department of Transportation shall mean the Board.
See the attached Special Provision for Hot In-Place Recycling attached to the proposal.
Page 6 of 11LIST OF ROADS
Existing Length Width Area
Township Road From To Surface (Ft) (Ft) (Syd)
Dundee Dixon Road East Lloyd Rd Nieman Rd HMA 22,620 20.5 51,400
Raisinville North Custer Rd E of Yensch Rd W of Ida Maybee Rd HMA 8,870 24 28,590
Total = 79,990
COMMUNICATIONS
Any questions regarding this bid shall be directed to the person listed below:
Name: Christine Herron
Phone: 734-240-5109
Email: CHerron@mcrc-mi.org
Page 7 of 11MONROE COUNTY ROAD COMMISSION
UNIT PRICE CONTRACT
2021 HOT IN-PLACE RECYCLING
TO: Board of County Road Commissioners of Monroe County, Michigan
The undersigned, having full knowledge of the proposal and specifications for the 2021 Hot In-
Place Recycling contract including Bidders’ Addenda and the conditions of these Contract
Documents, hereby agrees to furnish all labor, equipment, materials, transportation and incidentals
necessary to perform the Work as specified in the Instructions to Bidders and General Provisions at the
unit prices named below:
Item Estimated
Code Item Description Quantity Unit Unit Price Bid Amount
5017011 Hot In-Place Recycling 79,990 Syd $ $
Total Bid = $
Contractor Signature:
Printed Name and Title:
Quantities are not guaranteed. Final payment will be based on actual quantities.
Bidder agrees that the work will be completed and ready for final payment in accordance with the General
Conditions. Work on the 2021 Hot In-Place Recycling is to be completed by July 31, 2021 as detailed
in the Time of Completion section above.
Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete
the work on time.
Communications concerning this Bid shall be addressed to the Bidder’s representative.
Name of Representative:
Company:
Address:
City, State, ZIP:
Telephone Number:
Fax Number:
E-Mail Address:
Page 8 of 11The terms used in this Bid, which are defined in subsection 101.03 of the Michigan Department of
Transportation 2012 Standard Specifications of the Construction, have the meanings assigned to them in
the Standard Specifications for Construction.
SUBMITTED on: , 2021
Page 9 of 11If Bidder is:
An Individual
By: __________________________________________________________________________(SEAL)
Individual’s Name
Doing Business As: _______________________________________________________________
Business Address: _______________________________________________________________
_______________________________________________________________
Phone No: _______________________________________________________________
A Partnership
By: __________________________________________________________________________(SEAL)
Firm Name
_________________________________________________________________________
General Partner
Business Address: _______________________________________________________________
_______________________________________________________________
Phone No.: _______________________________________________________________
Page 10 of 11A Corporation
By: _________________________________________________________________ (Corporate SEAL)
Corporate Seal
_________________________________________________________________
State of Incorporation
By: _________________________________________________________________
Name of Person Authorized to Sign
_________________________________________________________________
Title
Business Address: _______________________________________________________________
_______________________________________________________________
Phone No.: _______________________________________________________________
A Joint Venture
By: _______________________________________________________________________________
Name
Business Address: _______________________________________________________________
_______________________________________________________________
Phone No.: _______________________________________________________________
By: _______________________________________________________________________________
Name
Business Address: _______________________________________________________________
_______________________________________________________________
Phone No.: _______________________________________________________________
(Each joint venture must sign. The manner of signing for each individual, partnership and corporation that
is a party to the joint venture should be in the manner indicated above.)
Page 11 of 112021 HOT IN-PLACE PROPOSAL
ATTACHMENTS
1. Maintaining Traffic Typicals
2. Special Provision for Hot In-Place RecyclingDISTANCE BETWEEN TRAFFIC SIGNS, "D"
"D" POSTED SPEED LIMIT, MPH (PRIOR TO WORK AREA)
DISTANCES 25 30 35 40 45 50 55 60 65 70 75
D (FEET) 250 300 350 400 450 500 550 600 650 700 750
GUIDELINES FOR LENGTH OF LONGITUDINAL BUFFER SPACE, "B"
*
"B" SPEED, MPH (PRIOR TO WORK AREA)
LENGTHS 20 25 30 35 40 45 50 55 60 65 70 75
B (FEET) 33 50 83 132 181 230 279 329 411 476 542 625
* POSTED SPEED, OFF-PEAK 85TH PERCENTILE SPEED PRIOR TO WORK STARTING, OR THE ANTICIPATED
OPERATING SPEED.
MINIMUM MERGING TAPER LENGTH, "L" (FEET)
POSTED SPEED LIMIT, MPH (PRIOR TO WORK AREA)
OFFSET
(FEET) 25 30 35 40 45 50 55 60 65 70 75
1 11 15 21 27 45 50 55 60 65 70 75
2 21 30 41 54 90 100 110 120 130 140 150
3 32 45 62 80 135 150 165 180 195 210 225
4 42 60 82 107 180 200 220 240 260 280 300
5 53 75 103 134 225 250 275 300 325 350 375
6 63 90 123 160 270 300 330 360 390 420 450
7 73 105 143 187 315 350 385 420 455 490 525
8 84 120 164 214 360 400 440 480 520 560 600
9 94 135 184 240 405 450 495 540 585 630 675
10 105 150 205 267 450 500 550 600 650 700 750
11 115 165 225 294 495 550 605 660 715 770 825
12 125 180 245 320 540 600 660 720 780 840 900
13 136 195 266 347 585 650 715 780 845 910 975
14 146 210 286 374 630 700 770 840 910 980 1050
15 157 225 307 400 675 750 825 900 975 1050 1125
NOT TO SCALE
TYPICAL NUMBERING KEY, DATE:
WORK ZONE TRAFFIC CONTROL TYPICAL
NOV 2020
NOT TO SCALE "B", "D" AND "L" TABLES
NO: SHEET:
Michigan Department of Transportation
101-GEN- CHANNELIZING DEVICE SPACING,
FILE:101-GEN-SPACING-CHARTS.dgn SPACING-CHARTS SIGN BORDER KEY, AND ROLL-AHEAD SPACING 1 OF 3THE FORMULAS FOR THE MINIMUM LENGTH OF A TYPES OF TAPERS TAPER LENGTH
MERGING TAPER IN DERIVING THE "L" VALUES
UPSTREAM TAPERS
SHOWN IN THE ABOVE TABLES ARE AS FOLLOWS:
MERGING TAPER L - MINIMUM
2 SHIFTING TAPER 1/2 L - MINIMUM
"L" = W X S WHERE POSTED SPEED PRIOR TO
SHOULDER TAPER 1/3 L - MINIMUM
60 THE WORK AREA IS 40 MPH OR LESS
2 TO 1 LANE ROAD TAPER 100' - MAXIMUM
"L" = W X S WHERE POSTED SPEED PRIOR TO DOWNSTREAM TAPERS
THE WORK AREA IS 45 MPH OR GREATER (USE IS RECOMMENDED) 100' (PER LANE)
L = MINIMUM LENGTH OF MERGING TAPER
S = POSTED SPEED LIMIT IN MPH PRIOR TO WORK AREA
W = WIDTH OF OFFSET
MAXIMUM SPACING FOR CHANNELIZING DEVICES
WORK ZONE DRUM AND 42" DEVICE SPACING (FT) NIGHTTIME 42" DEVICE SPACING (FT)
SPEED LIMIT TAPER TANGENT TAPER TANGENT
< 45 MPH 1 x SPEED LIMIT 2 x SPEED LIMIT 25 FEET 50 FEET
> 45 MPH 50 FEET 100 FEET 25 FEET 50 FEET
SIGN OUTLINE KEY
DASHED OUTLINES INDICATE A SIGN THAT SOLID OUTLINES INDICATE A SIGN THAT
EXISTS ON SITE, AND NEEDS TO BE COVERED. IS TO BE PLACED ON THE PROJECT
EXIT EXIT
NOT TO SCALE
TYPICAL NUMBERING KEY DATE:
WORK ZONE TRAFFIC CONTROL TYPICAL
NOV 2020
NOT TO SCALE "B", "D" AND "L" TABLES
NO: SHEET:
Michigan Department of Transportation
101-GEN- CHANNELIZING DEVICE SPACING
FILE:101-GEN-SPACING-CHARTS.dgn SPACING-CHARTS SIGN BORDER KEY AND ROLL-AHEAD SPACING 2 OF 3GUIDELINES FOR ROLL-AHEAD DISTANCES FOR TMA VEHICLES - TEST LEVEL 2
WEIGHT OF PREVAILING SPEED ROLL-AHEAD DISTANCE*
TMA (POSTED SPEED PRIOR (DISTANCE FROM FRONT OF
VEHICLE TO WORK ZONE) TMA VEHICLE TO WORK AREA)
5.5 TONS
40 MPH OR LESS 25 FT
(STATIONARY)
* ROLL-AHEAD DISTANCES ARE CALCULATED USING A 4,410 POUND IMPACT VEHICLE WEIGHT.
GUIDELINES FOR ROLL-AHEAD DISTANCES FOR TMA VEHICLES - TEST LEVEL 3
WEIGHT OF PREVAILING SPEED ROLL-AHEAD DISTANCE*
TMA (POSTED SPEED PRIOR (DISTANCE FROM FRONT OF
VEHICLE TO WORK ZONE) TMA VEHICLE TO WORK AREA)
45 MPH 100 FT
5 TONS
50-55 MPH 150 FT
(MOBILE)
60-75 MPH 175 FT
45 MPH 25 FT
12 TONS
50-55 MPH 25 FT
(STATIONARY)
60-75 MPH 50 FT
* ROLL-AHEAD DISTANCES ARE CALCULATED USING A 10,000 POUND IMPACT VEHICLE WEIGHT.
TYPICAL NUMBERING KEY DATE:
WORK ZONE TRAFFIC CONTROL TYPICAL
NOV 2020
NOT TO SCALE "B", "D" AND "L" TABLES
NO: SHEET:
Michigan Department of Transportation
101-GEN- CHANNELIZING DEVICE SPACING
FILE:101-GEN-SPACING-CHARTS.dgn SPACING-CHARTS SIGN BORDER KEY AND ROLL AHEAD SPACING 3 OF 3THE FOLLOWING NOTES APPLY IF CALLED FOR ON THE TRAFFIC CONTROL TYPICAL
GENERAL NOTES TRAFFIC REGULATOR NOTES
G1: SEE GEN-SPACING-CHARTS FOR COMMON VALUES INCLUDING: TR1:TRAFFIC REGULATORS MUST FOLLOW ALL THE REQUIREMENTS IN THE STANDARD
D = DISTANCE BETWEEN TRAFFIC CONTROL DEVICES SPECIFICATIONS, THE STANDARD PLANS AND APPLICABLE SPECIAL PROVISIONS,
L = MINIMUM LENGTH OF TAPER THE CURRENT VERSIONS OF THE TRAFFIC REGULATOR'S INSTRUCTION MANUAL
B = LENGTH OF LONGITUDINAL BUFFER AND THE VIDEO "HOW TO SAFELY REGULATE TRAFFIC IN MICHIGAN".
ROLL AHEAD DISTANCE THE MAXIMUM DISTANCE BETWEEN THE TRAFFIC REGULATORS IS DETERMINED
BY THE ROADWAY ADT, GEOMETRICS, AND AS DIRECTED BY THE ENGINEER.
G2: DISTANCE BETWEEN SIGNS, "D", THE VALUES FOR WHICH ARE SHOWN IN TYPICAL
GEN-KEY ARE APPROXIMATE AND MAY NEED ADJUSTING AS DIRECTED BY
THE ENGINEER. TR2:PROVIDE APPROPRIATE BALLOON LIGHTING TO SUFFICIENTLY ILLUMINATE TRAFFIC
REGULATOR'S STATIONS WHEN TRAFFIC REGULATING IS ALLOWED DURING
G3: ALL TEMPORARY SIGNS, TYPE III BARRICADES, THEIR SUPPORT SYSTEMS AND THE HOURS OF DARKNESS.
LIGHTING MUST MEET NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM
REPORT 350 (NCHRP 350) TEST LEVEL 3, OR MANUAL FOR ASSESSING SAFETY
HARDWARE (MASH) TL-3 AS WELL AS THE CURRENT EDITION OF THE MICHIGAN
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CURRENT EDITION OF THE
STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE STANDARD PLANS AND
TEMPORARY TRAFFIC CONTROL DEVICE NOTES
APPLICABLE SPECIAL PROVISIONS. ONLY DESIGNS AND MATERIALS APPROVED
BY MDOT WILL BE ALLOWED.
TCD1:THE MAXIMUM DISTANCE IN FEET BETWEEN CHANNELIZING DEVICES IN A TAPER
SHOULD NOT EXCEED 1.0 TIMES THE WORK ZONE SPEED LIMIT IN MPH FOR
G4: DO NOT STORE EQUIPMENT, MATERIALS OR PERFORM WORK IN ESTABLISHED
ROADWAYS WITH A POSTED WORK ZONE SPEED LIMIT LESS THAN 45 MPH AND
BUFFER AREAS.
SHOULD NOT EXCEED 50 FEET ON ROADWAYS WITH A POSTED WORK ZONE SPEED
LIMIT OF 45 MPH OR GREATER. THE SPACING FOR 42 INCH CHANNELIZING DEVICE
G5: ALL EXISTING PAVEMENT MARKINGS WHICH ARE IN CONFLICT WITH EITHER PROPOSED
TAPERS ARE NOT TO EXCEED 25 FEET AT NIGHT.
CHANGES IN TRAFFIC PATTERNS OR PROPOSED TEMPORARY TRAFFIC MARKINGS SHALL
BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. EXCEPTION
TCD2: THE MAXIMUM DISTANCE IN FEET BETWEEN CHANNELIZING DEVICES IN A TANGENT
WILL BE MADE FOR TRAFFIC PATTERNS FOR WORK LESS THAN THREE DAYS THAT
SHOULD NOT EXCEED TWICE THE WORK ZONE SPEED LIMIT IN MPH FOR ROADWAYS
ARE ADEQUATELY DELINEATED BY OTHER TRAFFIC CONTROL DEVICES.
WITH A POSTED WORK ZONE SPEED LIMIT LESS THAN 45 MPH AND SHOULD NOT
EXCEED 100 FEET ON ROADWAYS WITH A POSTED WORK ZONE SPEED LIMIT OF
45 MPH OR GREATER. THE SPACING FOR 42 INCH CHANNELIZING DEVICE TANGENTS
ARE NOT TO EXCEED 50 FEET AT NIGHT.
TCD3: TYPE III BARRICADES MUST BE LIGHTED FOR OVERNIGHT CLOSURES.
SIGN NOTES
TCD4: WHEN THE HAUL ROAD IS NOT IN USE, PLACE LIGHTED TYPE III BARRICADES WITH
S1: ALL NON-APPLICABLE SIGNING WITHIN THE CIA MUST BE MODIFIED TO FIT "ROAD CLOSED" EXTENDING COMPLETELY ACROSS THE HAUL ROAD.
CONDITIONS, COVERED, OR REMOVED. FOR GUIDANCE SEE THE WORK ZONE
SAFETY AND MOBILITY MANUAL, SECTIONS 6.01.09 AND 6.01.10. TCD5: USE VERTICAL PANELS IN LIEU OF THE TYPE B HIGH INTENSITY LIGHT SHOWN
IN THE STANDARD PLAN FOR TEMPORARY CONCRETE BARRIER (R-53, AND R-126)
S2: R5-18b SIGNS ARE ONLY REQUIRED ON FREEWAY PROJECTS WITH A DURATION OF WHEN USED WITH A TEMPORARY SIGNAL SYSTEM.
15 DAYS OR LONGER OR NON-FREEWAY PROJECTS WITH A DURATION OF 90 DAYS
OR LONGER. TO APPLY THIS TYPICAL WITHOUT R5-18b SIGNS, REMOVE THE SIGNS TCD6: PLACE LIGHTED ARROW PANELS AS CLOSE TO THE BEGINNING OF TAPERS AS
AND CONSOLIDATE THE SEQUENCE AS APPROPRIATE. PRACTICAL, BUT NOT IN A MANNER THAT WILL OBSCURE OR CONFUSE APPROACHING
MOTORISTS WHEN PHYSICAL LIMITATIONS RESTRICT PLACEMENT. IN CURBED
S3: R5-18c IS ONLY REQUIRED IN THE INITIAL SIGNING SEQUENCE IN THE WORK ZONE. SECTIONS, IF ARROW BOARD CANNOT BE PLACED BEHIND CURB, PLACE ARROW
OMIT THIS SIGN IN SUBSEQUENT SEQUENCES IN THE SAME WORK ZONE. BOARD IN THE CLOSED LANE AS CLOSE TO THE BEGINNING OF TAPER AS POSSIBLE.
S4: ADDITIONAL SIGNING AND/OR ELONGATED SIGNING SEQUENCES SHOULD BE USED TCD7: ADDITIONAL TYPE III BARRICADES MAY BE REQUIRED TO COMPLETELY CLOSE
WHEN TRAFFIC VOLUMES ARE SIGNIFICANT ENOUGH TO CREATE BACKUPS BEYOND OFF ROAD FROM EDGE OF PAVEMENT TO EDGE OF PAVEMENT.
THE W20-5 SIGNS.
TCD8: WHERE THE SHIFTED SECTION IS SHORTER THAN 600 FEET, A DOUBLE
S5: PLACE ADDITIONAL SPEED LIMIT SIGNS REFLECTING THE WORK ZONE SPEED AFTER REVERSE CURVE SIGN (W24-1) CAN BE USED INSTEAD OF THE FIRST
EACH MAJOR CROSSROAD THAT INTERSECTS THE WORK ZONE, OR AFTER EACH REVERSE CURVE SIGN, AND THE SECOND REVERSE CURVE SIGN CAN BE OMITTED.
ENTRANCE RAMP THAT COMES ONTO THE FREEWAY WHERE THE REDUCED SPEED
IS IN EFFECT. PLACE ADDITIONAL SPEED LIMIT SIGNS AT INTERVALS ALONG THE TCD9: RUMBLE STRIPS ARE TO BE PLACED AS SPECIFIED IN THE CONTRACT.
ROADWAY SUCH THAT NO SPEED LIMIT SIGNS ARE MORE THAN 2 MILES APART. IF NOT SPECIFIED IN THE CONTRACT, PLACE RUMBLE STRIPS AS
WHEN REDUCED SPEED LIMITS ARE UTILIZED IN THE WORK AREA, PLACE ADDITIONAL SHOWN, AND IN ACCORDANCE WITH THE RUMBLE STRIP MANUFACTURER'S
SPEED LIMIT SIGNS RETURNING TRAFFIC TO ITS NORMAL SPEED BEYOND THE LIMITS RECOMMENDATIONS. AN ARRAY OF RUMBLE STRIPS CONTAINS
OF THE WORK AREA AS INDICATED. IF PERMANENT SIGNS DISPLAYING THE CORRECT THREE RUMBLE STRIPS. PLACE THE RUMBLE STRIPS IN THE ARRAY
SPEED LIMIT ARE POSTED, OMIT ALL W3-5b AND R2-1 SIGNS AND REDUCE SPACING AT A CONSISTENT DISTANCE, BETWEEN 10' AND 20' APART.
ACCORDINGLY.
TCD10:
SEE THE WORK ZONE SAFETY AND MOBILITY MANUAL, PORTABLE
S6: FABRICATE SPECIAL SIGNS IN ACCORDANCE WITH CURRENT SIGNING DESIGN CHANGEABLE MESSAGE SIGN GUIDELINES FOR RECCOMENDED AND
STANDARDS. CORRECT PCMS MESSAGING. STAGGER PCMS THAT ARE ON OPPOSING
SIDES OF THE ROAD 1000 FEET FROM EACH OTHER.
S7: PLACE ADDITIONAL R8-3 SIGNS AT A MAXIMUM 500' SPACING THROUGHOUT
THE WORK ZONE.
RAMP NOTES
S8: WHEN SPEED LIMIT SIGNS CANNOT BE PLACED SIDE BY SIDE AS SHOWN,
PLACE THEM "D" DISTANCE APART.
RMP1: WHEN CONDITIONS ALLOW, E5-1 SIGNS MUST BE REMOVED OR COVERED AND
CHANELIZING DEVICES MUST BE POSITIONED TO ENABLE RAMP TRAFFIC TO
S9: STOP SIGNS NOT REQUIRED IF SIGNALS ARE ON 4-WAY FLASHING RED.
DIVERGE IN A FREE MANNER
STOP AHEAD SIGNS ARE NOT REQUIRED IF THERE IS ADEQUATE VISIBILITY
OF THE STOP SIGN OR IF SIGNALS ARE BEING USED TO CONTROL TRAFFIC.
RMP2: STOP AND YIELD CONDITIONS SHOULD BE AVOIDED WHENEVER PRACTICAL.
WHEN CONDITIONS WARRANT, R1-1 SIGNS MAY BE USED IN PLACE OF
S10: PLACE REDUCED SPEED ZONE AHEAD SIGN (W3-5b) HERE WHEN USING
R1-2 SIGNS. WHEN R-1 SIGNS ARE USED, W3-1 SIGNS MUST BE USED
A SPEED REDUCTION IN THIS DIRECTION.
IN PLACE OF W3-2 SIGNS. CONSIDERATION SHOULD BE GIVEN TO CLOSING
THE RAMP TO COMPLETE WORK TO ALLOW AN ADEQUATE MERGE DISTANCE.
WORK SHOULD BE EXPEDITED TO AVOID THE STOP AND/OR YIELD CONDITIONS.
DATE:
WORK ZONE TRAFFIC CONTROL TYPICAL
NOV 2020
NOT TO SCALE TRAFFIC CONTROL TYPICALS
NO: SHEET:
Michigan Department of Transportation
NOTE SHEET
102-GEN-NOTES
FILE:102-GEN-NOTES.dgn 1 OF 2THE FOLLOWING NOTES APPLY IF CALLED FOR ON THE TRAFFIC CONTROL TYPICAL
SIGNAL NOTES
SIG1: EXISTING SIGNAL MUST BE EITHER 4-WAY FLASHING RED, BAGGED, OR TURNED OFF.
SIG2: SIGNAL IS IN OPERATION.
SIG3: DELINEATE THE WORK ZONE AREA WITH 28 INCH CONES FOR DAYTIME WORK, OR
42 INCH CHANNELIZING DEVICES FOR NIGHTTIME WORK.
SIG4: THE CONTRACTOR MUST HAVE A DESIGNATED SPOTTER IF THE AERIAL BUCKET
TRUCK IS LOCATED OVER ACTIVE TRAVEL LANES.
SIG5: THE LOWEST POINT OF THE BUCKET MAY NOT TRAVEL BELOW 14 FOOT VERTICAL
CLEARANCE. THE CONTRACTOR MUST UTILIZE AN ALTERNATE SET UP, OR PLACE
THE INTERSECTION IN A 4 WAY STOP IF THE 14 FOOT VERTICAL CLEARANCE IS
COMPROMIZED. USE TRAFFIC REGULATORS TO CONTROL TRAFFIC THROUGH THE
INTERSECTION WHEN TRAFFIC IS PLACED IN A 4 WAY STOP.
SIG6: DELINEATE THE TRUCK WITH CHANNELIZING DEVICES. THE POSITION OF THE
TRUCK MAY BE MOVED TO FACILITATE WORK.
MAINTENANCE AND SURVEYING NOTES
MS1: WHENEVER STOPPING SIGHT DISTANCE EXISTS TO THE REAR, THE SHADOW
VEHICLES SHOULD MAINTAIN THE RECOMENDED DISTANCE FROM THE WORK
AREA AND PROCEEED AT THE SAME SPEED. THE SHADOW VEHICLE SHOULD
SLOW DOWN AND TRAVEL AT A FARTHER DISTANCE TO PROVIDE ADEQUATE
SIGHT DISTANCE IN ADVANCE OF VERTICAL OR HORIZONTAL CURVES.
MS2: WORKERS OUTSIDE OF VEHICLES MUST ONLY WORK WITHIN 150' OF WORK VEHICLES
WITH AN ACTIVATED BEACON, BETWEEN THE "BEGIN WORK CONVOY" SIGN
AND THE "END WORK CONVOY" SIGN, OR BETWEEN THE "WORK ZONE BEGINS" AND
"END ROAD WORK" SIGN.
MS3: WORK OR SHADOW VEHICLES WITH OR WITHOUT A TMA MAY BE USED TO
SEPARATE THE WORK SPACE FROM TRAFFIC. IF USED, THE VEHICLES
SHOULD BE PARKED ACCORDING TO THE ROLL AHEAD DISTANCE
TABLES.
MS4: WORK AND SHADOW VEHICLES SHALL BE APPROPRIATELY EQUIPPED WITH AN
ACTIVATED AMBER BEACON.
MS5: WHEN WORKERS ARE OUTSIDE THEIR VEHICLES IN AN EXISTING LANE WHILE
A MOBILE OPERATION IS OCCURRING DURING THE NIGHTTIME HOURS,
CHANNELIZING DEVICES TO DELINEATE OPEN OR CLOSED LANES AT 50 FT
SPACING MUST BE USED. AN EXAMPLE OF AN OPERATION (BUT NOT LIMITED
TO) IS THE LAYOUT OF CONCRETE PATCHES.
MS6: W21-6 AND W20-1 SIGNS MAY BE SUBSTITUTED AS DETERMINED BY THE
TYPE OF WORK TAKING PLACE AS PER THE ENGINEER.
DATE:
WORK ZONE TRAFFIC CONTROL TYPICAL
NOV 2020
NOT TO SCALE TRAFFIC CONTROL TYPICALS
NO: SHEET:
Michigan Department of Transportation
NOTE SHEET
102-GEN-NOTES
FILE:102-GEN-NOTES.dgn 2 OF 2INJURE /
KEY ONE LANE
KILL A
WORKER ROAD
ROAD $ 7500 + WORK
TRAFFIC REGULATOR AHEAD 15 YEARS AHEAD
R5-18b
CHANNELIZING DEVICES W20-4 W20-1
D
LIGHTED ARROW PANEL (CAUTION MODE)
W20-7a REDUCED
SPEED ZONE D
TRAFFIC FLOW
AHEAD
BE
REFLECTS EXISTING SPEED LIMIT D
PREPARED W3-5b
WORK TOSTOP
PLACE SIGN AS INDICATED IN NOTE S5
ZONE D
BEGI
NS W3-4
PLACE SIGN AS INDICATED IN NOTE S2
R5-18c
D
D
SPEED
STANDARD NOTES LIMIT
(SEE GEN-NOTES)
XX D
GENERAL: G1, G2, G3, G4 R2-1
SIGNING: S1, S2, S3, S4, S5
D
TRAF REG: TR1, TR2
DEVICES: TCD1, TCD2, TCD6
L 3
END
/
1
ROAD WORK
G20-2
D
SPEED
LIMIT
SPEED
XX D
LIMIT
R2-1 XX
R2-1
'
0
0
1
SPEED
LIMIT
A
E
R
A S
K IE
XX
R R
O
W VA R2-1
B
50' TO 100' MAXIMUM
D
1/3
L
SPEED
LIMIT
XX
D
D
SPEED R2-1
LIMIT
WORK
XX ZONE
D
R2-1 BEGI
NS
D
R5-18c
BE
END
PREPARED
ROAD WORK
TOSTOP
G20-2
D
W3-4
D
W20-7a
REDUCED
SPEED ZONE
AHEAD
D
W3-5b
ONE LANE
ROAD
AHEAD
D
INJURE /
W20-4
KILL A
WORKER
$ 7500 +
15 YEARS
D
R5-18b
SHOULDER
SHOULDER
ROAD
WORK
AHEAD
W20-1
LANE CLOSURE DATE:
WORK ZONE TRAFFIC CONTROL TYPICAL
NOV 2020
NOT TO SCALE UTILIZING TRAFFIC REGULATORS
NO: SHEET:
Michigan Department of Transportation
ON A 2-LANE UNDIVIDED ROADWAY
110-TR-NFW-2L
FILE:110-TR-NFW-2L.dgn 1 OF 1MONROE COUNTY ROAD COMMISSION
SPECIAL PROVISION
FOR
HOT IN-PLACE RECYCLING
MCRC:MLS 1 of 3 05-03-21
a. Description. This work consists of recycling an existing asphalt pavement surface by
heating the surface, applying an asphalt rejuvenating agent, scarifying the surface, thoroughly
mixing the scarified material, spreading and leveling the recycled material with a screed, and
compacting the recycled material.
b. Materials. Use materials as specified herein.
1. Asphalt Rejuvenating Agent. Provide a blended asphalt rejuvenating agent that meets the
requirements in Table 1.
Table 1 – Asphalt Rejuvenating Agent Requirements
Test Minimum Maximum
Viscosity, at 100°C, cSt, ASTM D 445 7.0 8.0
Moisture, ppm, ASTM D 6304 400
Specific Gravity, ASTM D 70 0.92 0.98
2. Mix Design. The Engineer will take a minimum of seven (7) 6-inch diameter pavement
cores, per location, from the existing pavement to be analyzed by the Contractor. The
Contractor will determine the application rate of the asphalt rejuvenating agent. The
penetration value of the asphalt binder in the recycled mixture shall be a minimum of 30%
higher than the original penetration value as determined by AASHTO T 49. The final
penetration value shall not exceed 100.
c. Construction.
1. Equipment. Provide equipment for hot in-place recycling utilizing a single pass, multi-
unit recycling train. The equipment shall be capable of heating the surface of the
existing asphalt pavement, applying an asphalt rejuvenating agent, scarifying the
surface to a nominal depth of 1.5 inches, thoroughly mixing the scarified material,
spreading and leveling the recycled material with a screed, and compacting the
recycled material.
A. Heating. Provide heating units, adjustable in width, with ports permitting fuel and
forced air injection for proper combustion without excessive smoke. The heating
units shall be under a closed or shielded hood and shall be equipped with a water
spray system to wet adjacent vegetation or objects.
B. Applying Asphalt Rejuvenating Agent. Provide equipment with an electronic digital
measuring device to continuously monitor the application rate of the asphalt
rejuvenating agent.MCRC:MLS 2 of 3 05-03-21
C. Scarifying. Provide equipment capable of scarifying the asphalt pavement with
pressure-loaded rakes or scarifiers to the specified depth.
D. Paving. Provide equipment with a screed to spread and level the recycled
material.
E. Compacting. Provide vibratory steel-drum roller(s) with a gross operating weight
of not less than 8 tons. Equip rollers with wheel sprinklers and scrapers. Provide
smooth roller wheels, free of openings or projections that will mar the pavement
surface.
2. Weather Restrictions. Perform the hot in-place recycling work only when the ambient
air temperature is 50°F (10°C) and rising, with dry (no rain or fog) conditions. In
addition, the forecasted temperatures shall be above freezing for 48 hours after
completion of the work.
3. Preparation of Existing Pavement. Clean dirt and debris from the pavement surface
present in sufficient quantity to interfere with the recycling work.
The owner is responsible for removing reflective pavement markers, thermoplastic
pavement markings, and excess asphaltic or rubberized joint filler material before the
recycling operation.
Patching of base failures shall be performed by others before the recycling operation.
4. Recycling. Uniformly heat the existing pavement to a minimum of 190° F in a
continuously moving operation. Do not heat the existing pavement to a surface
temperature exceeding 375° F to ensure the pavement does not become damaged.
The heating process shall not exceed twenty-five (25) feet per minute.
Apply the asphalt rejuvenating agent immediately in front of the scarifying unit at a rate
of 0.10 gallons per square yard, or as determined by the mix design, and scarify the
heated surface with pressure-loaded rakes or scarifiers to a nominal depth of 1.5
inches.
Thoroughly mix the scarified, treated material with continuously rotating augers and
spread and level the recycled material with a screed.
Overlap previously treated passes by a minimum of two (2) inches.
5. Compaction. Immediately compact the recycled mixture with compaction equipment
of sufficient type and size. The Contractor is responsible for establishing and
documenting a rolling pattern that achieves the optimal in-place density. The Engineer
will measure density with a nuclear gauge and document the density growth curve to
document the number of passes required to achieve the maximum density.
6. Quality Control. Perform quality control sampling and testing as specified herein.MCRC:MLS 3 of 3 05-03-21
A. Ring tests. Perform ring tests by scraping out and weighing the recycled
material from a one-square-foot area. The measured weight of the recycled
material shall be at least 75% of the theoretical weight for a one square foot
area of the recycled material.
B. Depth checks. Perform depth checks behind the screed with a poker to verify
the scarification depth. The depth will be determined by an average of three
measurements taken behind the screed before compaction.
C. Documentation. Provide the Engineer with a daily report that includes the
following information:
i. Date;
ii. Job number;
iii. Road name;
iv. Weather and air temperature;
v. Limits of daily work;
vi. Total area in square yards;
vii. Target scarification depth; and
viii. Times, locations, and results of the ring tests and depth checks.
d. Measurement and Payment. The completed work as measured will be paid for at the
contract unit price for the following contract items (pay items):
Contract Item (Pay Item) Pay Unit
Hot In-Place Recycling………………………………………………………………… Square Yard
The unit price for Hot In-Place Recycling includes the cost of the following:
1. Cleaning the existing pavement;
2. Recycling the existing asphalt pavement surface by heating the surface, applying an
asphalt rejuvenating agent, scarifying the surface, thoroughly mixing the scarified material,
spreading and leveling the recycled material with a screed, and compacting the recycled
material.
3. Performing ring tests and depth checks, and providing the Engineer with daily reports; and
4. Providing temporary signs, channelizing devices, and traffic regulators for maintaining
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